Airports Authority Of India has published Extension Of Runway ( Balance Work ) , Isolation Bay And Other Allied Works Etc At Dibrugarh Airport . Sh Construction Of Balance Perimeter Wall/Compound Wall For Land Acquired For Runway Extension At Dibrugarh Airport . . Submission Date for this Tender is 02-03-2021. Civil Work Tenders in Dibrugarh Airport Assam. Bidders can get complete Tender details and download the document.
| Name of Work: Extension of Runway (Balance Work), Isolation Bay and other allied works etc at Dibrugarh Airport. SH: Construction of balance perimeter wall/compound wall for land acquired for runway extension at Dibrugarh Airport | |||||
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| Sl. No. | Item Description | Item Code / Make | Quantity | Units | |
| 1 | 1 | Earth work in excavation by mechanical means (Hydraulic excavator) / manual means in foundation trenches or drains (not exceeding 1.5 m in width or 10 sqm on plan), including dressing of sides and ramming of bottoms, lift upto 1.5 m, including getting out the excavated soil and disposal of surplus excavated soil as directed, within a lead of 50 m :\nAll kinds of soil. | 1 | 8239 | Cum |
| 2 | 2 | Filling available excavated earth (excluding rock) in trenches, plinth, sides of foundations etc. in layers not exceeding 20cm in depth, consolidating each deposited layer by ramming and watering, lead up to 50 m and lift upto 1.5 m. | 2 | 7573 | Cum |
| 3 | 3 | Extra for every additional lift of 1.5 m or part thereof in excavation / banking excavated or stacked materials.\n | 3 | 1580 | Cum |
| 4 | 4 | Providing and laying in position cement concrete of specified grade excluding the cost of centering and shuttering - All work up to plinth level :\n1:4:8 (1 cement : 4 fine sand : 8 graded stone aggregate 40mm nominal size) | 4 | 499 | Cum |
| 5 | 5 | Centering and shuttering including strutting, propping etc. and removal of form for :\nFoundations, footings, bases of columns, etc. for mass concrete | 5 | 2819 | Sqm |
| 6 | 6 | Centering and shuttering including strutting, propping etc. and removal of form for :\nLintels, beams, plinth beams, girders, bressumers and cantilevers | 6 | 2932 | Sqm |
| 7 | 7 | Centering and shuttering including strutting, propping etc. and removal of form for :\nColumns, Pillars, Piers, Abutments, Posts and Struts | 7 | 5059 | Sqm |
| 8 | 8 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete upto plinth level:\n Thermo-Mechanically Treated bars Grade of steel: Fe 500 | 8 | 126119 | KG |
| 9 | 9 | Steel reinforcement for R.C.C. work including straightening, cutting, bending, placing in position and binding all complete Above plinth level upto V floor:\nThermo-Mechanically Treated bars Grade of steel: Fe 500 | 9 | 28115 | KG |
| 10 | 10 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately):\nAll works upto plinth level | 10 | 1358 | Cum |
| 11 | 11 | Providing and laying in position machine batched and machine mixed design mix M-25 grade cement concrete for reinforced cement concrete work, using cement content as per approved design mix, including pumping of concrete to site of laying but excluding the cost of centering, shuttering, finishing and reinforcement, including admixtures in recommended proportions as per IS: 9103 to accelerate, retard setting of concrete, improve workability without impairing strength and durability as per direction of Engineer-in-charge.“(Note :- Cement content considered in this item is @ 330 kg/cum.“Excess/ less cement used as per design mix is payable/recoverable separately):\nAll works above plinth level upto floor V levell | 11 | 242 | Cum |
| 12 | 12 | Add for using extra cement in the items of design mix over and above the specified cement content therein. | 12 | 320 | Quintal |
| 13 | 13 | Brick work with non modular fly ash bricks conforming to IS:12894, class designation 10 average compressive strength in super structure\nabove plinth level up to floor V level in :\nCement mortar 1:6 (1 cement : 6 Coarse sand) | 13 | 1089 | Cum |
| 14 | 14 | Steel work welded in built up sections/ framed work, including cutting, hoisting, fixing in position and applying a priming coat of approved steel primer using structural steel etc. as required. In gratings, frames, guard bar, ladder, railings, brackets, gates and similar works. | 14 | 1535 | Kg |
| 15 | 15 | 12 mm cement plaster of mix : 1:6 (1 cement: 6 fine sand) | 15 | 4737 | Sqm |
| 16 | 16 | 15 mm cement plaster on the rough side of single or half brick wall of mix : 1:6 (1 cement: 6 fine sand). | 16 | 4737 | Sqm |
| 17 | 17 | 6 mm cement plaster of mix : 1:3 (1 cement : 3 fine sand) | 17 | 2844 | Sqm |
| 18 | 18 | Finishing walls with Acrylic Smooth exterior paint of required shade : New work (Two or more coat applied @ 1.67 ltr/10 sqm over and including priming coat of exterior primer applied @ 2.20 kg/ 10 sqm) | 18 | 12318 | Sqm |
| 19 | 19 | Painting with synthetic enamel paint of approved brand and manufacture to give an even shade : Two or more coats on new work. | 19 | 306 | Sqm |
| 20 | 20 | Supplying at site Angle iron post & strut of required size including bottom to be split and bent at right angle in opposite direction for 10 cm length and drilling holes upto 10 mm dia. etc. complete. | 20 | 3684 | KG |
| 21 | 21 | Providing and fixing concertina coil fencing with punched tape concertina coil 600 mm dia 10 metre openable length ( total length 90 m), having 50 nos rounds per 6 metre length, upto 3 m height of wall with existing angle iron 'Y' shaped placed 2.4 m or 3.00 m apart and with 9 horizontal R.B.T. reinforced barbed wire, stud tied with G.I. staples and G.I. clips to retain horizontal, including necessary bolts or G.I. barbed wire tied to angle iron, all complete as per direction of Engineer-in-charge, with reinforced barbed tape(R.B.T.) / Spring core (2.5mm thick) wire of high tensile strength of 165 kg/ sq.mm with tape (0.52 mm thick) and weight 43.478 gm/ metre (cost of M.S. angle, C.C. blocks shall be paid separately) | 21 | 2452 | M |
| 22 | 22 | Boring, providing and installation bored cast-in-situ reinforced cement concrete piles of grade M-25 of specified diameter and length below the pile cap, to carry a safe working load not less than specified, excluding the cost of steel reinforcement but including the cost of boring with bentonite solution and temporary casing of appropriate length for setting out and removal of same and the length of the pile to be embedded in the pile cap etc. by percussion drilling using Direct mud circulation (DMC) or Bailer and chisel technique by tripod and mechanical Winch Machine all complete, including removal of excavated earth with all its lifts and leads (length of pile for payment shall be measured up to bottom of pile cap):\n500 mm dia piles | 22 | 420 | m |
| 23 | 23 | Providing and laying in position rubble pitching with grading 150mm to 225 mm size of metal in foundations including voids to be filled with sand complete as per direction of Engineer- In -Charge | 23 | 2773 | Cum |
| 24 | 24 | Precast Boundary Wall- Providing and fixing of prestressed vertically casted concrete panels (both surfaces should be smooth and having grooves on both faces) of M-40 grade of concrete of size 2400 x300x50mm having minimum 4 nos of high tensile steel wire as per IS6006:2014 of minimum dia 3mm placed horizontally in full length of panel with prestressed precast concrete column of M-40 grade of size 3000 x150x150 mm having minimum 7 numbers of high tensile Steel wire as per IS 6006:2014 of dia 6mm placed vertically in full length to erect precast boundary wall panels to height 2400 mm from ground level including excavation of pit of size 750x750x900mm in all kind of soil except rock for erection of columns and grouting the pit with M-20 grade of concrete. Manufacturing transportation and installation at site all complete as per the direction of the Engineer-in-charge | 24 | 500 | RMT |
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